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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC FIRST 124 4 AROKIA MATHA STREET HMS COLONY MADURAI 625016 | MADURAI | MADURAI | TAMIL NADU | 625016 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 CrRejected-AOC | ₹1.3 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹1.3 CrRejected-AOC DISTT SIKAR | SIKAR | RAJASTHAN | ₹1.3 Cr | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M/s. RK AND CO L4 | JPV CONSTRUCTIONS L1 | SRI SRB CONSTRUCTIONS L2 | SRI DEVI AND CO L3 |
|---|---|---|---|---|---|---|---|
| 1.01 | Preparing the existing surface to laying the road to proper gradient and remove the loose soil without damage the water supply and other pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site Earth work- SS 20A= 61.50+6.15=67.65 Unloading charges | 265 | M3 | 158 ₹41,870 | 146.05 ₹38,704.16 | 148.9 ₹39,457.44 | 157.92 ₹41,848.80 |
| 2.01 | Charges for cutting the BT Surface 5cm To 7cm depth using milling machine conveying the milled waste materials to at least for 20Km distance including hire and running charges for the machine, Conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc.complete as
per the direction of the departmental officers. | 10,132 | M2 | 103 ₹10.4 L | 95.24 ₹9.6 L | 97.09 ₹9.8 L | 102.97 ₹10.4 L |
| 3.01 | Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base/ base course on well-prepared surface and compacting with vibratoryroller to achieve the desired complete as per clasue 406 of MORTG specifications. | 152 | M3 | 2,778 ₹4.2 L | 2,569.53 ₹3.9 L | 2,619.54 ₹4.0 L | 2,778.3 ₹4.2 L |
| 4.01 | Providing and Laying Prime Coat using emulsion pressure distributor of 7.00 Kgs/10 Sqm over the BT surface treated with primer using 7.00 kgs of bituminous Emulsion (RS1) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Tack coat manually etc., complete as per 502 of MORTH Rev-5 Specifications. | 1,513 | M2 | 92 ₹1.4 L | 84.83 ₹1.3 L | 86.48 ₹1.3 L | 91.72 ₹1.4 L |
| 5.01 | Providing and laying tack coat of 2.5 kgs/10 sqm over the B.T. surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5
Specifications. | 1,513 | M2 | 21 ₹31,773 | 19.17 ₹29,003.47 | 19.54 ₹29,567.95 | 20.73 ₹31,359.95 |
| 6.01 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete
as per 503 of MORTH Specifications | 8,619 | M2 | 31 ₹2.7 L | 28.4 ₹2.4 L | 28.96 ₹2.5 L | 30.71 ₹2.6 L |
| 7.01 | Dense Bituminous Macadam 50mm Thick Using CMP Providing and Laying 50mm Consolidated thick Dense Bituminous Macadam Using 0.24 cum of 26.50- 13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of
2.36mm & below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9m paver finisher , Vibratory / Pneumatic rollers and other tools and plant required including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev – 5 (Mdu
Corporation Data 2020-2021 Pg.No.24) | 448 | M3 | 11,426 ₹51.2 L | 10,567.51 ₹47.3 L | 10,773.18 ₹48.3 L | 11,426.1 ₹51.2 L |
| 8.01 | Providing and laying Bituminous concretete 30mm/40mm thick using 0.13 cum of 19.00-9.50mm grade dmetaland 0.17cum of 9.50-2.36mm grade dmetaland 0.26 cum of
2.36mm & below metal with 45.27kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50 . 30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to require dtemperature and mixing the min required temperature in central hot mix plant 20-30 tonnes capacity conveying themix by tipper trucks top a versite, spreading the mixin required temperature for uniform thickness of 40mm /30mm with mechanical paver to the specified grades and crosssections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen into bitumen tank and metal to fee derunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller sand all ot her too lsand plants required, including all ot herincidental charges etc., complete
using CMP clause 507 of MORTH Rev - 5 | 304 | M3 | 12,017 ₹36.5 L | 11,114.24 ₹33.8 L | 11,330.55 ₹34.4 L | 12,017.25 ₹36.5 L |
| 9.01 | Road marking with hot applied thermoplastic compound with reflect rising glass beadsd on Bituminous surface Providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms .per sqm. area. thickness of
2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to
be level uniform and free from streadkss dand holes etc complete. | 265 | M2 | 935 ₹2.5 L | 864.28 ₹2.3 L | 881.1 ₹2.3 L | 934.5 ₹2.5 L |
| 10.01 | Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of
manhole etc., compl | 68 | NOS | 5,382 ₹3.7 L | 4,977.86 ₹3.4 L | 5,074.74 ₹3.5 L | 5,382.3 ₹3.7 L |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
24 Dec 2025, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai , Thallakulam , Madurai
Renewal of B.T Road In Melaponnagaram 2nd , 6th , 11th street In Ward no 58.
2025_MAWS_629965_1
E1 / EST 017517 / 15th CFC AAQ / 2025-26(PACK 03)
Open Tender
Civil Works
Madurai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.3 L
10 Mar 2026
9 Dec 2025
24 Dec 2025
9 Dec 2025
24 Dec 2025
9 Dec 2025
Amount
Preparing the existing surface to laying the road to proper gradient and remove the loose soil without damage the water supply and other pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site Earth work- SS 20A= 61.50+6.15=67.65 Unloading charges
Charges for cutting the BT Surface 5cm To 7cm depth using milling machine conveying the milled waste materials to at least for 20Km distance including hire and running charges for the machine, Conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc.complete as per the direction of the departmental officers.
Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base/ base course on well-prepared surface and compacting with vibratoryroller to achieve the desired complete as per clasue 406 of MORTG specifications.
Providing and Laying Prime Coat using emulsion pressure distributor of 7.00 Kgs/10 Sqm over the BT surface treated with primer using 7.00 kgs of bituminous Emulsion (RS1) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Tack coat manually etc., complete as per 502 of MORTH Rev-5 Specifications.
Providing and laying tack coat of 2.5 kgs/10 sqm over the B.T. surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications.
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications
Dense Bituminous Macadam 50mm Thick Using CMP Providing and Laying 50mm Consolidated thick Dense Bituminous Macadam Using 0.24 cum of 26.50- 13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9m paver finisher , Vibratory / Pneumatic rollers and other tools and plant required including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev – 5 (Mdu Corporation Data 2020-2021 Pg.No.24)
Providing and laying Bituminous concretete 30mm/40mm thick using 0.13 cum of 19.00-9.50mm grade dmetaland 0.17cum of 9.50-2.36mm grade dmetaland 0.26 cum of 2.36mm & below metal with 45.27kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50 . 30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to require dtemperature and mixing the min required temperature in central hot mix plant 20-30 tonnes capacity conveying themix by tipper trucks top a versite, spreading the mixin required temperature for uniform thickness of 40mm /30mm with mechanical paver to the specified grades and crosssections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen into bitumen tank and metal to fee derunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller sand all ot her too lsand plants required, including all ot herincidental charges etc., complete using CMP clause 507 of MORTH Rev - 5
Road marking with hot applied thermoplastic compound with reflect rising glass beadsd on Bituminous surface Providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms .per sqm. area. thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level uniform and free from streadkss dand holes etc complete.
Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., compl
Add GST 18%
SRI SRB CONSTRUCTIONS (BID ID -1544030)
SRI DEVI AND CO (BID ID -1544355)
M/s. RK AND CO (BID ID -1544634)
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